Fenn_Civil__Part2.pdf
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Attachment J-3 Civil Drawings Sheets 7-24
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| Amendment1page1.doc | DOC document | |
| Amendment1Pgs2_3.docx | DOCX document | |
| FinalQuestionsAnswers.docx | DOCX document | |
| Amend1Pg4OxidationDitchTypical.pdf | ||
| SiteTourNotes.docx | DOCX document | |
| AttendanceList.docx | DOCX document | |
| Fenn_Civil__Part3.pdf | ||
| Fenn_Civil__Part1.pdf | ||
| FennFinalRFP.doc | DOC document | |
| ELECTRIC_DRAWINGS.pdf | ||
| Fenn_Civil__Part4.pdf | ||
| FENNSpecialProjectSpecifications.pdf |
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OHP
OHP
O H
P O
H P
O H
P
X X
X X
X X
X
X X X X X X
X X
X X
X X
X
X X X X
ES
E S
E S
E S
E S
E S
E S
E S
E S
EFM
EW
EW
EW
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 7 Treatment Area DEMO Plan, 5/1/2013 4:13:01 PM, duffy
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
D
EM
O
LITIO
N N
O
TES
A
EE
M
C
G
G
L
G
F
B
H
D
Fenced A rea =
130' x 170'
R
EG
IO
N
O N
E
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
R
EG
IO
N
O N
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_reservoir RV station maps_sheets.dwg, 8 wastewater treatment photos, 5/1/2013 4:13:40 PM, duffy
X
X
X
X X
X X
X
X
X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X
X
X
X X
X
X
ES
E S
E S
E S
E S
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
E W
E W
E W
E W
E W
E W
E W
E W
EW
EW
EW
EW
EW
EW
EW
EW
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
D
C
B
D
EM
O
LITIO
N N
O
TES
EX
IS
TIN
G
M
AN
H O
LE
EX
IS
TIN
G
LIFT STATIO
N
R
EG
IO
N
O N
E
E E
E
F
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 9 North Homes DEMO Plan, 5/1/2013 4:14:08 PM, duffy
X X
X
X
X
X
X
X
X
X X
X
X
X
X X
X X
X
X
X
X
X X
X X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
ES
ES
ES
EFM
E
FM
E
FM
E
FM
EFM
EFM
EFM
EFM
EFM
EFM
ES
EW
EW
EW
EW
EW
EW
EW
EW
EW
E W
EW
EW
EW
EW
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 10 Ranger Sta DEMO Plan, 5/1/2013 4:14:19 PM, duffy
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
A
C
EA
E
A
E
D
EM
O
LITIO
N N
O
TES
D
F
F G A
EX
IS
TIN
G
LIFT STATIO
N
EX
IS
TIN
G
IR
R
IG
A
TIO
N
VALVES
R
EG
IO
N
O N
E
B E
E E
E
E H
E
IR
R
IG
A
TIO
N S
YS
TEM
U G
T
X X
X
X
X X
X X
EFM
E
FM
EFM
ES
ES
ES
ES
E S
E S
E S
E S
E S
E W
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
E W
E W
E W
EW
EW
EW
E W
E W
E W
E W
U G
T U
G T
U G
T U
G T
U G
T U
G T
U G
T
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 11 Mobile Area DEMO Plan, 5/1/2013 4:14:29 PM, duffy
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
B
B
C
A A
A
C
C
C
D
EM
O
LITIO
N N
O
TES
R
EG
IO
N
O N
E
B
B
B
B
U G
T U
G T
U G
T U
G T
U G
T U
G T
U G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U G
T
U G
T
X
X X
X X
X
X
X
X
X
X
EW
EW
E W
E W
EW
EW
EW EW EW EW
E W
E W
E W
EW
E W
E W
E W
EW
EW
EW
EW
EW
E W
E W
EW
EW
E W
E W
E W
E W
E W
E W
E W
E W
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 12 Cedar Flats DEMO Plan, 5/1/2013 4:14:44 PM, duffy
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
B A
C
C
C
B
C
A
E
E B
E
E
B
E
E
C B
E
A
B
B
B
C
D
EM
O
LITIO
N N
O
TES
C
G G
F
GG
B
R
EG
IO
N
O N
E
B
B
E
E
C
E
A
EW
EW
EW
EW
EW
EW
EW
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_reservoir RV station maps_sheets.dwg, 13 FENN_reservoir RV station maps_sheets - reservoir area, 5/1/2013 4:15:21 PM, duffy
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
R
EG
IO
N
O
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
N
EZ PERC
E
ID
A H
O
FEN
N R
A N
G
ER
S
TA
TIO
N
R
EG
IO
N
O N
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\14 sewer site plan.dwg, 14 sewer site plan, 5/1/2013 4:15:53 PM, duffy
X
X X
X X X X X X X X X
X X
X
X
ES
ES
E
S E
S E
S E
S
EF
M
E
FM
E
FM
E
FM
E W
E W
E W
E W
E W
E W
E W
E W
EW
EW
EW
E W
EW
1+00
2+00
3+00 4+00
X
X
X
X
X
X
X
X
X
X
X X
200' S etback from river high w ater line
1+00 2+00
3+00 4+00
4+80
-0.70% -1.89%
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 15 Sewer P&P 'A', 5/1/2013 4:16:23 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
X
X
X
4+00
X X
X
X X
X X
X X
SS
SS
X X
X X
X X
X X
X
X
X
200' Setback from river high w ater line
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 16 North Homes Drainfield Detail, 5/1/2013 4:16:37 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
T w o B an ks o f 2 Laterals Each:
-1
" d
ia. S
C H
P V
C d istrib u tio n p ip e laterals inside 87' long infiltration ch am b ers. E xten d in . P
V C p ip e th o u g h en d
' for lateral cleanout. D rill
2" d
ia. o rifices at 3
' o n cen ter p o in ting up.
4" d
ia. d rain h o les on the ends an d cen ter o f each lateral sh all p o in t d o w n
. D rain holes shall be covered w ith a sp ray sh ield . T h e sp ray sh ield sh all b e attach ed to the lateral pipe using a plastic strap
. In stall P
V C p ressu re d istrib u tio n p ip e level inside infiltration cham bers.
12 " D
IA
. S
C H
40 PV
C
PR
ES
S
U R
E D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L
H O
R
IZ
O N
TA
L
12 " D
IA
. PV
C
PR
ES
SU
R E
D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L
Invert ELEV
1523.9'
S
0%
N O
TE:
D
R A
IN
FIE
LD
R
E Q
U
IR
E S
C Y
O
F FILL M
A
TE
R
IA
L. TH
E FILL
M A
T E
R
IA
L S H
A
LL B
E E X
C E
S S
O N
-SITE TR
EN
C H
O R
SEP
TIC
TA
N
K M
A T
E R
IA
L O
R O
FF-S
IT
E G
R A
V E
L FR
O
M
TH
E O
'H A
R E
STO
C
K -P
ILE.
S
EE N
O
T E 19
S H
ET 3
ES
ES
ES
ES
ES
ES ES
ES
ES
EFM EFM
EFM
EFM
E
FM
E S
E S
EW
EW
EW
EW
EW
EW
EW
EW
12+85
10+00
11+00
12+00
SS
SS
SS
SS
200' Setback from river high water line
SS
10+00 11+00
12+00 13+00
-5.00%
-4.34% -1.00%
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 17 Sewer P&P 'B', 5/1/2013 4:16:54 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
X
X
X
X
X
X
X
X
X
ES
ES
ES
ES
ES
E S
E S
E S
E S
ES
EFM
EF
M
EFM
EFM
EFM
ES
EW
EW
EW
EW
EW
EW
E W
20+00
21+00
21+84
SS
SS
20+00 21+00
22+00
-1.00%
-7.80%
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 18 Sewer P&P 'C', 5/1/2013 4:17:10 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
X
X
X X
ES
ES
E S
EF
M
EF
M
EF
M
EF
M
EF
M
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
E
FM
EFM
ES ES
EW
SS
33+71
30+00 31+00
32+00 33+00
SS
30+00 31+00
32+00 33+00
33+80
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 19 Sewer P&P 'D', 5/1/2013 4:17:25 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
EFM
EFM
EFM
EFM
E
FM
E
FM
E
FM
E
FM
E
FM
EFM
12+85
33+71
32+00 33+00
SSSS
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 20 Ranger Sta Drainfield Detail, 5/1/2013 4:17:40 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
T w o B an ks o f 3 Laterals Each:
.5
" d
ia. S
C H
P V
C d istrib u tio n p ip e laterals in sid e 84' long infiltration cham bers.
E xten d
-1 in
. P V
C p ip e th o u g h en d
' fo r lateral cleanout. D rill
2" dia.
o rifices at 3
.5' o n cen ter p o in ting up.
4" d
ia. d rain h o les o n th e ends and center o f each lateral sh all p o in t d o w n
. D rain h o les sh all be covered w ith a spray shield.
T h e sp ray sh ield sh all b e attach ed to th e lateral p ip e using a plastic strap. Install
P V
C p ressu re d istrib u tio n p ip e level in side infiltration cham bers.
1.5" D
IA
. S C H
40 PV
C
PR
ES
S
U R
E D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L
H O
R
IZ
O N
TA
L
EFM
FM
E
FM
E
FM
E
FM
E
FM
EFM
SS
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
1.5" D
IA
. PV
C
PR
ES
SU
R E
D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L (typ)
Invert ELEV
1545.3'
1.5" D
IA
. PV
C
PR
ES
SU
R E
D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L (typ)
Invert ELEV
1543.65'
N O
TE:
D
R A
IN
FIE
LD
R
E Q
U
IR
ES
C
Y O
F C U
T M
A T
ER
IA
L R E
M O
V E
D . H
A
LL EX
C E
SS
M
A T
ER
IA
L TO
M
O B
ILE H
O
M E D
R A
IN
FIELD
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 21 Ranger Sta Drainfield Detail (2), 5/1/2013 4:17:55 PM, duffy
O H
P
O H
P
OHP
O H
P
OHP O
H
P
O H
P
O H
P
O H
P
O H
P O
H P
OHP
OHP
OHP
OHP
OHP
O H
P
OHP
ES
ES
ES
ES
ES
ES
ES
ES
E S
E S
E S
E S
E S
E S
E S
ES
ES
ES
ES
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
E W
EW
EW
EW
EW
EW
EW
EW
OHP
40+00
41+00
42+00 43+00
43+33
SS
SS
39+80 40+00
41+00 42+00
43+00 43+50
-0.75%
-4.20%
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 22 Sewer P&P 'E', 5/1/2013 4:18:09 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
X
X
O H
P
OHP
OHP
O
HP
O
HP
O
HP
O H
P
O H
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
ES
ES
ES
ES
ES
E S
E S
E S
E S
E S
ES
ES
ES
ES
ES
ES
ES
ES
ES
EW
EW
EW
EW
EW
EW
E W
E W
DY
H
DY
H
EW
EW
EW
EW
EW
E W
E W
E W
E W
E W
E W
E W
50+00 51+00
52+00 52+31
SS
SS
SS
SS
SS
SS
SS
SS
50+00 51+00
52+00 52+40
-0.75%
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 23 Sewer P&P 'F', 5/1/2013 4:18:24 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
F:\6011.01 USFS - NP - Fenn Ranger Station Design\dwg\FENN_Sewer P&P Sheets.dwg, 24 Mobile Homes Drainfield Detail, 5/1/2013 4:18:40 PM, duffy
N
EZ PERC
E
ID
A H
O
R
EG
IO
N
O N
E
FEN
N
R A N
G
ER
S
TA
TIO
N
S
CA
LE IN
FEET
T w o B an ks o f 4 Laterals Each:
.5
" d
ia. S
C H
P V
C d istribu tion pipe laterals in sid e 1
' lo n g infiltration ch am b ers. E xten d 1
-1 /2 in . P
V C pipe th o u g h en d
' fo r lateral cleanout. D rill
6" d
ia. o rifices at 4
.9' o n center p o in tin g
up. 1
4" d
ia. d rain h o les on the en d s an d cen ter o f each lateral shall point d o w n . D rain h o les sh all be covered w ith a sp ray sh ield . T h e sp ray sh ield sh all be attach ed to th e lateral p ip e using a plastic strap
. In stall P
V C p ressu re distribution p ip e level in sid e in filtration cham bers.
H O
R
IZ
O N
TA
L
1.5" D
IA
. S C H
40 PV
C
PR
ES
S
U R
E D
IS
TR
IB
U
TIO
N
PIPE LA
TER
A L
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| Fenn Civil _Part4 |
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